JPH0816516B2 - Repairing method of pipe having branch pipe - Google Patents

Repairing method of pipe having branch pipe

Info

Publication number
JPH0816516B2
JPH0816516B2 JP60255612A JP25561285A JPH0816516B2 JP H0816516 B2 JPH0816516 B2 JP H0816516B2 JP 60255612 A JP60255612 A JP 60255612A JP 25561285 A JP25561285 A JP 25561285A JP H0816516 B2 JPH0816516 B2 JP H0816516B2
Authority
JP
Japan
Prior art keywords
pipe
repair
branch pipe
branch
original shape
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP60255612A
Other languages
Japanese (ja)
Other versions
JPS62113997A (en
Inventor
勉 齋藤
正夫 久永
Original Assignee
日本石油化学株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 日本石油化学株式会社 filed Critical 日本石油化学株式会社
Priority to JP60255612A priority Critical patent/JPH0816516B2/en
Publication of JPS62113997A publication Critical patent/JPS62113997A/en
Publication of JPH0816516B2 publication Critical patent/JPH0816516B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は配管の補修方法に関するものである。更に詳
しくは、本発明は、枝管を有する配管の補修を容易かつ
迅速に行なうことができ、かつ、管内流体に対する抵抗
を低減し、更に管の腐食を有効に防止できる配管の補修
方法に関するものである。
The present invention relates to a method for repairing piping. More specifically, the present invention relates to a pipe repairing method capable of easily and quickly repairing a pipe having a branch pipe, reducing resistance to fluid in the pipe, and effectively preventing corrosion of the pipe. Is.

[従来の技術] 水道管、ガス管、その他種々の埋設管は、長期間の使
用に伴い、内面に錆を生じ、あるいは水垢やダストが付
着して錆瘤やスケールを形成し、断面積の減少や摩擦係
数の増加が起こる。それにより、流体の圧力損失や流量
の低下、赤水の発生等の問題を生じ、配管としての機能
が完全に損なわれることは周知の通りである。
[Prior Art] Water pipes, gas pipes, and various other buried pipes rust on the inner surface with long-term use, or water stains and dust adhere to form rust bumps and scales, Decrease and increase of friction coefficient occur. It is well known that this causes problems such as pressure loss of the fluid, reduction of the flow rate, generation of red water, etc., and the function as a pipe is completely impaired.

しかも、地下埋設管にあっては、漏洩箇所の発見や掘
削による管の補修、あるいは新管の引換え、掘削部の埋
め戻し等、多大の労力と費用を要し、幹線道路等におい
ては、長期間にわたる交通の障害や工事騒音等の問題か
ら、新管引換え工事は益々困難となっている。
Moreover, underground buried pipes require a great deal of labor and cost, such as finding leaks, repairing pipes by excavation, replacing new pipes, and backfilling excavated parts. Due to problems such as traffic obstacles and construction noise over a period of time, new pipe exchange work is becoming increasingly difficult.

そのために老朽化した既設管を有効に活用し、工事期
間の短縮や経済性、省資源等を考慮して、既設管内に口
径の若干小さいポリエチレンパイプを挿入し、既設管と
ポリエチレンパイプの間隙にセメントミルクを注入する
管の補修方法が提案されている。
For that purpose, effectively utilize the old pipes that have deteriorated, insert polyethylene pipes with a slightly smaller diameter into the existing pipes in consideration of shortening the construction period, economic efficiency, resource saving, etc. A method of repairing a pipe for injecting cement milk has been proposed.

しかしこのような補修方法は、直線状の配管であれば
大いに効果を発揮するが、曲管(L管)や枝管(T管)
が存在する場合には満足すべき結果が得られない。
However, this kind of repair method is very effective if it is a straight pipe, but it is a curved pipe (L pipe) or branch pipe (T pipe).
Does not give satisfactory results.

そこで、このような部分の補修には、フランジ付き短
管に合成樹脂の粉末をコーティングしたものやライニン
グしたものが多く使用されており、既設管の両端にフラ
ンジを取付け、前以って内面を合成樹脂粉末でコーティ
ングし、あるいは合成樹脂スリーブでライニングしたフ
ランジ付き短管で接続し、曲管および枝管の部分の外面
は防食テープあるいはジュート巻きを施して埋設してい
る。従って、修理後に、ボルト、ナットの緩みやガスケ
ット面からの漏洩等の処理し難い欠陥が生じるので、埋
設管にこのような部材を取付ける方法では、工法そのも
のの信頼性が低く、また、工期および設備費等において
も不利である。
Therefore, in order to repair such parts, a short pipe with a flange coated with synthetic resin powder or a lined pipe is often used.Flanges are attached to both ends of the existing pipe, and the inner surface is prepared in advance. It is connected by a short pipe with a flange coated with synthetic resin powder or lined with a synthetic resin sleeve, and the outer surfaces of the curved pipe and the branch pipe are buried with anticorrosion tape or jute winding. Therefore, after repairing, unreliable defects such as loosening of bolts and nuts and leakage from the gasket surface will occur.Therefore, in the method of attaching such a member to the buried pipe, the reliability of the construction method itself is low, and the construction period and It is also disadvantageous in terms of equipment costs.

[発明が解決しようとする問題点] 本発明は上記のような事情に着目し、従来のこれらの
欠点を解消することを目的とするものである。
[Problems to be Solved by the Invention] The present invention focuses on the above situation and aims to solve these conventional drawbacks.

すなわち、枝管を有する配管の枝管部分を、容易かつ
迅速に、しかも低廉かつ確実に補修する方法を提供する
ものである。
That is, the present invention provides a method for easily and quickly repairing a branch pipe portion of a pipe having a branch pipe, at low cost, and reliably.

[問題点を解決するための手段] すなわち本発明の方法は、枝管を有する老朽化した配
管の一部を切断し、内部のスケールや錆瘤を除去した
後、本管の部分に合成樹脂製の補修管を挿入した状態に
おいて、該枝管よりも若干口径の小さい合成樹脂製の補
修枝管を枝管の外方から挿入し、原形保持手段により補
修管の原形を保持しつつ該補修枝管を補修管の外側に熱
融着した後、該補修管と本管との間の空隙内を硬化剤等
で充填し、その後補修枝管の盲部を枝管の外方から開口
することを特徴とするものである。
[Means for Solving Problems] That is, according to the method of the present invention, a part of an aged pipe having a branch pipe is cut to remove an internal scale and a rust lump, and then a synthetic resin is applied to the main pipe portion. In the state where the repair pipe made of plastic is inserted, a repair branch pipe made of synthetic resin having a slightly smaller diameter than the branch pipe is inserted from the outside of the branch pipe, and the repair pipe is held while the original shape of the repair pipe is held by the original shape holding means. After heat-sealing the branch pipe to the outside of the repair pipe, the space between the repair pipe and the main pipe is filled with a curing agent or the like, and then the blind part of the repair branch pipe is opened from the outside of the branch pipe. It is characterized by that.

また、上記の補修方法において、例えば補修管が枝管
内に露出した部分に小開孔を設け、該小開孔から膨張袋
を補修管内に挿入し、該補修管の内部において膨張させ
ることによって、前記補修枝管を補修管に熱融着する際
に補修管の原形を保持し、熱融着を確実にすることを特
徴とするものである。
Further, in the above repair method, for example, a small opening is provided in a portion where the repair pipe is exposed in the branch pipe, an expansion bag is inserted into the repair pipe through the small opening, and by expanding the inside of the repair pipe, When the repair branch pipe is heat-sealed to the repair pipe, the original shape of the repair pipe is retained to ensure the heat-sealing.

[作 用] 本発明の方法によれば、既存の枝管をそのまま利用し
て合成樹脂管を一体的に内装できるので、工事を容易か
つ迅速に行なうことができ、しかも補修後は、本管およ
び枝管共に、内面が平滑で抵抗の少ない管壁を形成する
ことができ、流量の増加や、内面腐食や電食等の防止を
図ることができる。また、本発明の方法によれば、工事
期間および費用の低減を図ることも可能である。
[Operation] According to the method of the present invention, since an existing branch pipe can be used as it is and a synthetic resin pipe can be integrally incorporated, the construction can be performed easily and quickly, and after repairing, the main pipe Also, both the branch pipe and the branch pipe can form a pipe wall having a smooth inner surface and low resistance, so that it is possible to increase the flow rate and prevent inner surface corrosion and electrolytic corrosion. Further, according to the method of the present invention, it is possible to reduce the construction period and cost.

[実施例] 以下に図示の実施例に基づいて本発明を更に詳細に説
明する。実施例は代表的な例に過ぎず、前記説明並びに
以下の実施例の他に、種々の態様に変更して実施するこ
とができる。これらは何れも本発明の技術範囲に属する
ものである。また、以下の実施例においては、埋設既設
管の例について説明するが、地上管の補修および新設配
管のライニングなどにも応用できるものである。
[Examples] The present invention will be described in more detail based on the illustrated examples. The embodiments are merely representative examples, and in addition to the above description and the following embodiments, various modes can be modified and implemented. All of these belong to the technical scope of the present invention. Further, in the following embodiments, an example of a buried existing pipe will be described, but the present invention can be applied to repairing a ground pipe and lining a new pipe.

先ず、第1図により、合成樹脂製の補修管を使用して
既設管を補修する工程の概略を地下埋設管を例にとり説
明する。
First, referring to FIG. 1, an outline of the process of repairing an existing pipe using a repair pipe made of synthetic resin will be described taking an underground buried pipe as an example.

補修すべき埋設管1の両側に、適当な距離を隔てて竪
坑2を掘削する。次いで、竪坑2内に露出した埋設管1
を一定の長さ切断し、埋設管1の開口部を設ける。
Vertical shafts 2 are excavated at appropriate distances on both sides of the buried pipe 1 to be repaired. Next, the buried pipe 1 exposed in the vertical shaft 2
Is cut into a certain length, and the opening of the buried pipe 1 is provided.

その後、埋設管1内の錆瘤や汚れの状態に応じて、片
側の開口部からオーガー等を挿通して補修区間の予備清
掃を行なう。補修区間が長距離の場合にはピグ洗浄によ
る予備清掃が経済的で好ましい。また、予備清掃後の状
態により、スクレーパーやワイヤーブラシなどで管内に
固着している錆瘤やスケールを掻き落し、水洗などのク
リーニングを行なう。但し、錆を完全に除去する必要は
なく、埋設管に補修管をスムーズに挿入できる程度に清
掃すればよい。
After that, depending on the state of rust and dirt inside the buried pipe 1, an auger or the like is inserted through the opening on one side to perform preliminary cleaning of the repair section. When the repair section is long, preliminary cleaning by pig cleaning is economical and preferable. In addition, depending on the state after the preliminary cleaning, scrapes and scales stuck in the pipe are scraped off with a scraper or a wire brush, and cleaning such as washing with water is performed. However, it is not necessary to completely remove the rust, and cleaning may be performed so that the repair pipe can be smoothly inserted into the buried pipe.

埋設管1内の清掃が完了した後、合成樹脂製の補修管
3の先端に、前以って挿通して置いたロープ4を取付け
て、ウインチ5などで補修管3の挿入側の開口部から他
端開口部に向けて引張って、補修管3を埋設管1内に挿
通する。
After the cleaning of the interior of the buried pipe 1 is completed, a rope 4 inserted beforehand is attached to the tip of the repair pipe 3 made of synthetic resin, and an opening on the insertion side of the repair pipe 3 is provided with a winch 5 or the like. From the above, the repair pipe 3 is inserted into the buried pipe 1 by pulling toward the opening of the other end.

次に、埋設管1の枝管6の部分の補修について説明す
る。第2図に示すように、埋設管1内には補修管3が挿
通されており、補修管3が枝管6の最下部に露出してい
る。この盲部3aに小開孔3bを明け、小開孔3bから膨張袋
7の本体部分を挿入し、膨張袋7の口は小開孔3bから引
出しておく。枝管6が埋設管1の末端部付近にある場合
には、埋設管1の末端部から膨張袋7を挿入してもよ
い。前記膨張袋7は伸展性に富んだゴム等の材料からな
る風船状の袋である。次に、第3図に示すように、この
膨張袋7に空気あるいは水など適宜の流体を注入して膨
張させ、補修管3の枝管6に対応する部分の内側から押
圧し、合成樹脂製の補修管3が、後に融着する補修枝管
の押圧力により潰されないようにしておく。
Next, the repair of the branch pipe 6 of the buried pipe 1 will be described. As shown in FIG. 2, a repair pipe 3 is inserted into the buried pipe 1, and the repair pipe 3 is exposed at the lowermost portion of the branch pipe 6. A small opening 3b is opened in the blind portion 3a, the main body of the expansion bag 7 is inserted through the small opening 3b, and the mouth of the expansion bag 7 is pulled out from the small opening 3b. When the branch pipe 6 is near the end of the buried pipe 1, the expansion bag 7 may be inserted from the end of the buried pipe 1. The expansion bag 7 is a balloon-shaped bag made of a material such as rubber having high extensibility. Next, as shown in FIG. 3, an appropriate fluid such as air or water is injected into the expansion bag 7 to inflate it and pressed from the inside of the portion of the repair pipe 3 corresponding to the branch pipe 6 to make it made of synthetic resin. The repair pipe 3 is kept from being crushed by the pressing force of the repair branch pipe to be fused later.

また、前記膨張袋は補修管に挿入した本管端部あるい
は他の端部から挿入することもできる。その場合には補
修管を小開孔を設けることは不要である。更に、このよ
うな保持手段としては、例えば水や空気等の流体で補修
管を内部から押圧することもできる。
Further, the expansion bag can be inserted from the end of the main pipe inserted into the repair pipe or another end thereof. In that case, it is not necessary to provide the repair pipe with a small opening. Further, as such a holding means, it is also possible to press the repair pipe from the inside with a fluid such as water or air.

一方、第4図に示すような形状の、枝管用の補修枝管
8を別途に作製する。この補修枝管8は、前記の補修管
3と同一あるいは類似の合成樹脂からなり、補修管3と
接合可能なものである。合成樹脂管の材料としては、接
合可能である限り、熱可塑性樹脂、熱硬化性樹脂あるい
は繊維強化樹脂等任意のものを使用できるが、価格、耐
蝕性、作業性(施工性)などの点からポリエチレン樹脂
が好適である。また、補修枝管8の下部の接合部8aの曲
率は埋設管1の外周の曲率と三次元的に同一である。
On the other hand, a repair branch pipe 8 for a branch pipe having a shape as shown in FIG. 4 is separately prepared. The repair branch pipe 8 is made of the same or similar synthetic resin as the repair pipe 3 and can be joined to the repair pipe 3. Any material such as thermoplastic resin, thermosetting resin or fiber reinforced resin can be used as the material of the synthetic resin pipe as long as it can be joined, but from the viewpoint of price, corrosion resistance, workability (construction work), etc. Polyethylene resin is preferred. Further, the curvature of the lower joint portion 8a of the repair branch pipe 8 is three-dimensionally the same as the curvature of the outer circumference of the buried pipe 1.

次に、前記補修枝管8の接合部8aの部分および接合部
8aが当接する補修管3の部分を適宜の方法で加熱して局
部的に溶融し、接合部8aを盲部3aに押し付けて融着す
る。この場合補修管3内に膨張袋7が存在するので、補
修管3が軟化して垂れ下ったり、潰れたりすることはな
く、補修枝管8を確実かつ強固に融着することができ
る。また上記の補修管3や補修枝管8の材質が、例えば
塩化ビニルのように、接着剤により接合することが可能
な場合には、接着力補強のために接合部8aの下面にフラ
ンジを付けて接着面積を大きくして接着剤により接合す
ることも可能である。以上のようにして、補修枝管8を
補修管3に接合した後、補修管3内の膨張袋7の流体を
抜き去って膨張袋7を取り出す。
Next, the joint portion 8a and the joint portion of the repair branch pipe 8
The portion of the repair pipe 3 with which the 8a abuts is heated by an appropriate method to locally melt, and the joint portion 8a is pressed against the blind portion 3a and fused. In this case, since the expansion bag 7 is present in the repair pipe 3, the repair pipe 3 is not softened and droops or is not crushed, and the repair branch pipe 8 can be reliably and firmly fused. If the material of the repair pipe 3 or the repair branch pipe 8 can be joined with an adhesive, such as vinyl chloride, a flange is attached to the lower surface of the joint portion 8a to reinforce the adhesive force. It is also possible to increase the adhesion area and bond with an adhesive. After joining the repair branch pipe 8 to the repair pipe 3 as described above, the fluid in the expansion bag 7 in the repair pipe 3 is drained to take out the expansion bag 7.

補修枝管8を補修管3に接合した後、第5図に示すよ
うに、補修前に切断した埋設管1の両端部にフランジ10
を取付け、更に小開孔3bを閉鎖する。次に、給圧口11か
ら管内に水あるいは空気を供給して管の内圧を高め漏洩
試験を行なう。
After joining the repair branch pipe 8 to the repair pipe 3, flanges 10 are attached to both ends of the buried pipe 1 cut before repair as shown in FIG.
Is attached, and the small opening 3b is closed. Next, water or air is supplied from the pressure supply port 11 into the pipe to increase the internal pressure of the pipe and perform a leak test.

漏洩試験で異常が見出されない場合には、前記埋設管
1の内壁と補修管3の外面との間に、硬化剤タンク12か
ら硬化剤注入口13を経て硬化剤を圧入する。他端の硬化
剤流出口14から最初は空気や残留水が出て来る。硬化剤
の注入を更に継続することによって、硬化剤が充分に埋
設管1と補修管3との間の空隙に充填されたことを確認
し、硬化剤注入口13および硬化剤流出口14を閉止する。
硬化剤が硬化した後、補修管3内の圧力を抜く。
If no abnormality is found in the leakage test, the curing agent is press-fitted from the curing agent tank 12 through the curing agent injection port 13 between the inner wall of the buried pipe 1 and the outer surface of the repair pipe 3. Air and residual water first come out from the hardening agent outlet 14 at the other end. By further continuing the injection of the curing agent, it is confirmed that the curing agent is sufficiently filled in the space between the buried pipe 1 and the repair pipe 3, and the curing agent injection port 13 and the curing agent outlet port 14 are closed. To do.
After the hardening agent hardens, the pressure in the repair pipe 3 is released.

次に、補修枝管8の底部にある盲部3aをセンタードリ
ル等で円形に切り取ることにより、第6図に示すような
状態に枝管部分を補修することができる。
Next, the blind portion 3a at the bottom of the repair branch pipe 8 is cut into a circular shape with a center drill or the like, so that the branch pipe portion can be repaired to the state shown in FIG.

なお、第5図に示すように、接続管15を準備し、埋設
管1の開口部を互いに接続する。また、埋設管1の露出
部や接続管15の外面は、必要に応じて防食処理を施し、
掘削部の埋め戻しを行ない工事を完了する。
In addition, as shown in FIG. 5, a connecting pipe 15 is prepared, and the openings of the buried pipe 1 are connected to each other. Further, the exposed portion of the buried pipe 1 and the outer surface of the connecting pipe 15 are subjected to anticorrosion treatment if necessary,
The excavation part is backfilled and the construction is completed.

[発明の効果] 上記のように、本発明の方法によれば、フランジ付き
短管を使用する必要がなく、既存の枝管内に合成樹脂管
を一体的に挿入できるので、工事を容易かつ迅速に行な
うことができる。
[Effects of the Invention] As described above, according to the method of the present invention, it is not necessary to use a short pipe with a flange, and a synthetic resin pipe can be integrally inserted into an existing branch pipe, so that the construction is easy and quick. Can be done

また、内面が平滑で抵抗の少ない合成樹脂の管壁が形
成され、流体に対する抵抗が低くなり、かつ管内の腐食
を有効に防止できる。
Further, since a synthetic resin tube wall having a smooth inner surface and low resistance is formed, resistance to fluid is reduced, and corrosion in the tube can be effectively prevented.

更に、本発明の方法によれば、工事期間および費用の
低減を図ることが可能である。
Furthermore, according to the method of the present invention, it is possible to reduce the construction period and cost.

【図面の簡単な説明】[Brief description of drawings]

第1図は埋設管に補修管を挿入する状態を示す略示断面
図、第2図は補修管内に膨張袋を挿入した枝管部分の断
面図、第3図は膨張袋に流体を注入した状態を示す枝管
部分の断面図、第4図は補修枝管の斜視図、第5図は硬
化剤注入装置および接続管を示す略示断面図、および第
6図は補修後の枝管部分の断面図である。 1:埋設管、2竪坑、3:補修管、3a:盲部、3b:小開孔、6:
枝管、7:膨張袋、8:補修枝管、8a:接合部
FIG. 1 is a schematic cross-sectional view showing a state in which a repair pipe is inserted into a buried pipe, FIG. 2 is a cross-sectional view of a branch pipe portion in which an expansion bag is inserted into the repair pipe, and FIG. 3 is a fluid injected into the expansion bag. FIG. 4 is a perspective view of the repair branch pipe, FIG. 5 is a schematic cross-sectional view showing a curing agent injection device and a connecting pipe, and FIG. 6 is a branch pipe part after repair. FIG. 1: buried pipe, 2 vertical shaft, 3: repair pipe, 3a: blind part, 3b: small opening, 6:
Branch pipe, 7: Expansion bag, 8: Repair branch pipe, 8a: Joint

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】枝管を有する配管の本管部分に合成樹脂製
補修管を挿入した状態において、該枝管よりも若干口径
の小さい合成樹脂製の補修枝管を枝管の外方から挿入
し、原形保持手段により補修管の原形を保持しつつ該補
修枝管を補修管の外側に熱融着した後、該補修管と本管
との間の空隙内を硬化剤等で充填し、その後補修枝管の
盲部を枝管の外方から開口することを特徴とする枝管を
有する配管の補修方法。
1. In a state in which a synthetic resin repair pipe is inserted into a main pipe portion of a pipe having a branch pipe, a synthetic resin repair branch pipe having a slightly smaller diameter than the branch pipe is inserted from the outside of the branch pipe. Then, after heat-sealing the repair branch pipe to the outside of the repair pipe while holding the original shape of the repair pipe by the original shape holding means, the inside of the gap between the repair pipe and the main pipe is filled with a curing agent or the like, Then, a blind part of the repair branch pipe is opened from the outside of the branch pipe.
【請求項2】前記原形保持手段は、補修管が枝管の最下
部において露出した部分に小開孔を設け、該小開孔から
膨張袋を補修管内に挿入し、該補修管の内部において流
体により膨張袋を膨張させることによって、前記補修枝
管を補修管に熱融着する際に、該補修管の原形を保持
し、熱融着を確実にすることを特徴とする特許請求の範
囲第1項に記載の枝管を有する配管の補修方法。
2. The original shape holding means is provided with a small opening in a portion where the repair pipe is exposed at the lowermost portion of the branch pipe, and an expansion bag is inserted into the repair pipe through the small opening, and inside the repair pipe. Claims characterized in that when the repair branch pipe is heat-sealed to the repair pipe by inflating an expansion bag with a fluid, the original shape of the repair pipe is retained to ensure the heat-sealing. A method for repairing a pipe having the branch pipe according to item 1.
【請求項3】前記原形保持手段は、補修管を挿入した本
管の端部あるいは本管の他の端部から、膨張袋を補修管
内の枝管に対応する位置に挿入し、内部で流体により膨
張袋を膨張せしめ、該補修枝管を補修管に熱融着する際
に、該補修管の原形を保持し、熱融着を確実にすること
を特徴とする特許請求の範囲第1項に記載の枝管を有す
る配管の補修方法。
3. The original shape holding means inserts an expansion bag into a position corresponding to a branch pipe in the repair pipe from an end portion of the main pipe into which the repair pipe is inserted or another end portion of the main pipe, and a fluid is internally stored. The expansion bag is inflated by means of which the original shape of the repair pipe is held when the repair branch pipe is heat-sealed to the repair pipe to ensure the heat-sealing. A method for repairing a pipe having a branch pipe according to.
JP60255612A 1985-11-14 1985-11-14 Repairing method of pipe having branch pipe Expired - Lifetime JPH0816516B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60255612A JPH0816516B2 (en) 1985-11-14 1985-11-14 Repairing method of pipe having branch pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60255612A JPH0816516B2 (en) 1985-11-14 1985-11-14 Repairing method of pipe having branch pipe

Publications (2)

Publication Number Publication Date
JPS62113997A JPS62113997A (en) 1987-05-25
JPH0816516B2 true JPH0816516B2 (en) 1996-02-21

Family

ID=17281158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60255612A Expired - Lifetime JPH0816516B2 (en) 1985-11-14 1985-11-14 Repairing method of pipe having branch pipe

Country Status (1)

Country Link
JP (1) JPH0816516B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2586959B2 (en) * 1990-07-17 1997-03-05 東亜グラウト工業株式会社 How to update the pipeline
JP2021162159A (en) * 2020-03-31 2021-10-11 Jfeスチール株式会社 Pipe installation method and pipe installation structure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5822209U (en) * 1981-08-07 1983-02-10 株式会社 大阪防水建設社 Branch pipe opening device for main pipe with inner plastic lining
JPS58160693A (en) * 1982-03-17 1983-09-24 住友金属工業株式会社 Method of executing branch pipe in method of pipe-in-pipe construction

Also Published As

Publication number Publication date
JPS62113997A (en) 1987-05-25

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